CN113374101A - Building assembled bearing double-row-hole concrete shear wall structure anti-seismic wallboard - Google Patents
Building assembled bearing double-row-hole concrete shear wall structure anti-seismic wallboard Download PDFInfo
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- CN113374101A CN113374101A CN202110531302.1A CN202110531302A CN113374101A CN 113374101 A CN113374101 A CN 113374101A CN 202110531302 A CN202110531302 A CN 202110531302A CN 113374101 A CN113374101 A CN 113374101A
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- shear wall
- concrete shear
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- 239000004567 concrete Substances 0.000 title claims abstract description 36
- 229910052751 metal Inorganic materials 0.000 claims abstract description 47
- 239000002184 metal Substances 0.000 claims abstract description 47
- 230000005484 gravity Effects 0.000 claims abstract description 43
- 239000004744 fabric Substances 0.000 claims abstract description 16
- YKTSYUJCYHOUJP-UHFFFAOYSA-N [O--].[Al+3].[Al+3].[O-][Si]([O-])([O-])[O-] Chemical compound [O--].[Al+3].[Al+3].[O-][Si]([O-])([O-])[O-] YKTSYUJCYHOUJP-UHFFFAOYSA-N 0.000 claims abstract description 8
- 239000011491 glass wool Substances 0.000 claims abstract description 8
- 230000008859 change Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 claims description 4
- 238000003780 insertion Methods 0.000 claims description 4
- 230000037431 insertion Effects 0.000 claims description 4
- 239000011810 insulating material Substances 0.000 claims description 2
- 239000000463 material Substances 0.000 claims description 2
- 230000001681 protective effect Effects 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 14
- 239000012774 insulation material Substances 0.000 abstract description 6
- 230000035939 shock Effects 0.000 abstract description 5
- 238000009413 insulation Methods 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 229920000742 Cotton Polymers 0.000 description 9
- 239000011521 glass Substances 0.000 description 9
- 210000003205 muscle Anatomy 0.000 description 7
- 238000013461 design Methods 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000006872 improvement Effects 0.000 description 3
- 239000005995 Aluminium silicate Substances 0.000 description 2
- 229910000323 aluminium silicate Inorganic materials 0.000 description 2
- 235000012211 aluminium silicate Nutrition 0.000 description 2
- 239000012528 membrane Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/88—Insulating elements for both heat and sound
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6179—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions and recesses on each frontal surface
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/88—Insulating elements for both heat and sound
- E04B1/90—Insulating elements for both heat and sound slab-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Acoustics & Sound (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses an anti-seismic wallboard of a building assembly type load-bearing double-row-hole concrete shear wall structure, which comprises a wallboard body, wherein a metal outer frame is filled in the wallboard body, rollers which are symmetrically arranged are arranged at the top end of the metal outer frame, and cloth matched with the rollers is coiled on the rollers. The beneficial effects are that: the wall board has the advantages that the heat insulation effect of the wall board body is improved and certain sound insulation effect is achieved by arranging the cloth coated with the aluminum silicate heat insulation material and the glass wool arranged on the metal net, and the bearing and shock resistance of the wall board body is effectively improved by arranging the metal outer frame, the vertical stress rib, the horizontal stress rib I and the horizontal stress rib II; because certain error and every layer of house height of difference also have the difference can appear in the wallboard body when production, certain clearance can appear when the installation of wallboard body and wall roof beam, through the self gravity of wallboard body, extrudees the gravity pole, drives the vertical upward shift of support column.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to an anti-seismic wallboard of a building assembly type load-bearing double-row-hole concrete shear wall structure.
Background
Shear walls are also known as wind resistant walls, seismic walls or structural walls. The wall body mainly bears horizontal load and vertical load (gravity) caused by wind load or earthquake action in a house or a structure, and the structure is prevented from being sheared (sheared) and damaged. Also known as seismic walls, are generally made of reinforced concrete.
In order to facilitate construction and installation, the conventional shear wall is generally formed by splicing a plurality of wall boards, and because certain errors occur during production of the shear wall and certain gaps occur during installation of wall beams due to different heights of each layer of buildings, although sealing can be realized through concrete on site, the stability of the shear wall is low; current shear force wall panel is relatively poor at the in-process fastness of concatenation, and current shear force wall panel heat preservation effect is also relatively poor simultaneously, leads to the also greatly reduced of life of shear force wall panel.
An effective solution to the problems in the related art has not been proposed yet.
Disclosure of Invention
Aiming at the problems in the related art, the invention provides an anti-seismic wallboard of a building assembly type load-bearing double-row-hole concrete shear wall structure, which aims to overcome the technical problems in the prior related art.
Therefore, the invention adopts the following specific technical scheme:
the utility model provides a building assembled bearing double row hole concrete shear wall structure antidetonation wallboard, includes the wallboard body, this internal packing of wallboard has the metal frame, the top of metal frame is equipped with the running roller that the symmetry set up, the running roller all rolls up rather than assorted cloth.
Preferably, the top and the bottom of metal frame all are equipped with a plurality of evenly distributed's vertical atress muscle, both sides in the metal frame all are equipped with a plurality of evenly distributed's horizontal atress muscle one, horizontal atress muscle one all with vertical atress muscle fixed connection, two sets of vertical atress muscle all is through two fixed connection of horizontal atress muscle, the surface of cloth all scribbles aluminium silicate insulation material, the bottom of cloth all is equipped with the gravity roller, the both sides of gravity roller all with vertical atress muscle in close contact with, the top of gravity roller all is equipped with the collecting vat, all be equipped with on the collecting vat with cloth fixed connection's mount, the bottom of gravity roller all is equipped with the sucking disc.
Preferably, the surface of metal frame all is equipped with the metal mesh, the surface of metal mesh all is equipped with rather than assorted waterproofing membrane, the internal surface of metal mesh all is equipped with the glass cotton, the cotton outside of glass all wraps up the protection film, the glass cotton is kept away from one side of metal mesh all is equipped with a plurality of evenly distributed's carriage, the carriage is kept away from one side of glass cotton all is equipped with a plurality of evenly distributed's fixing bolt.
Preferably, the top of wallboard body is equipped with a plurality of evenly distributed's spliced pole, the top of wallboard body is equipped with a plurality of evenly distributed's spread groove, the spliced pole with the spread groove is the round platform structure.
Preferably, the two sides of the wallboard body are provided with a first sliding groove, the top end of the first sliding groove is provided with a second sliding groove, the first sliding groove is internally provided with a gravity rod matched with the first sliding groove, the top end of the gravity rod is provided with a supporting column matched with the second sliding groove, the top end of the supporting column is provided with a thread column matched with the thread groove, the top end of the surface of the thread column is provided with a bolt groove, and the top end of the thread column is provided with an arc-shaped spring piece.
Preferably, one side of the wallboard body is provided with a plurality of uniformly distributed sockets, the top ends in the sockets are provided with first mounting holes extending to the outer side of the wallboard body, the other side of the wallboard body is provided with a plurality of uniformly distributed cavities, the cavities are internally provided with rotating plates movably connected with the wallboard body, the bottom ends of the rotating plates are respectively provided with a first groove, the bottom ends of the first grooves are respectively provided with a shaft sleeve, one side of the shaft sleeve is respectively provided with a connecting rod, the bottom end of the connecting rod is provided with a fixed shaft, the fixed shaft is sleeved with a movable frame matched with the fixed shaft, the bottom end of the rotating plate is provided with a plurality of uniformly distributed movable shafts, the movable shafts are respectively sleeved with symmetrically arranged limiting rollers which are movably connected through the movable plates, the top ends of the movable plates are provided with second mounting holes matched with the first mounting holes, one side of the front surface of the wallboard body is provided with a plurality of uniformly distributed grooves II, and the second groove is provided with an adjusting rotating cover, the bottom end of the adjusting rotating cover is provided with a threaded shaft, and the bottom end of the threaded shaft is provided with a rectangular rod matched with the shaft sleeve.
Preferably, the sharp corners of the metal outer frame are provided with positioning blocks, and the metal outer frame is filled with concrete.
Preferably, the length of the gravity rod is greater than that of the first sliding groove, the length of the supporting column is less than that of the second sliding groove, and the total length of the gravity rod and the supporting column is equal to that of the first sliding groove and the second sliding groove.
Preferably, the diameter of the support column is greater than the length of the gravity rod.
Preferably, when the movable plate is completely positioned in the cavity, the adjusting rotary cover protrudes out of the second groove, when the movable plate is partially inserted into the socket, the adjusting rotary cover is recessed into the second groove, and the maximum rotation range of the threaded shaft only supports the movable plate to be horizontally inserted into the socket once.
The invention has the beneficial effects that: the wall board has the advantages that the heat insulation effect of the wall board body is improved and certain sound insulation effect is achieved by arranging the cloth coated with the aluminum silicate heat insulation material and the glass wool arranged on the metal net, and the bearing and shock resistance of the wall board body is effectively improved by arranging the metal outer frame, the vertical stress rib, the horizontal stress rib I and the horizontal stress rib II; because the wallboard body has certain error and difference of different heights of each layer of house, when the wallboard body is installed, a certain gap is formed between the wallboard body and the wall beam when the wallboard body is installed, the gravity rod is extruded through the self gravity of the wallboard body to drive the supporting column to vertically move upwards, and meanwhile, the threaded column and the arc-shaped spring piece with adjustable height are arranged on the supporting column, so that the wallboard body is ensured to be tightly and fixedly connected with the wall beam, and the firmness of the wallboard body is effectively improved; through the threaded shaft of suitable length and the rectangle pole of suitable length (prevent axle sleeve rotation and restriction axle sleeve pivoted scope), can drive the axle sleeve and rotate, set up rotor, connecting rod, fixed axle, movable frame, loose axle and spacing gyro wheel simultaneously, can make the movable piece inject the socket to make mounting hole one and mounting hole two overlap and make two wallboard body closely fixed connection, stability between the effectual improvement concatenation wallboard body.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.
FIG. 1 is a schematic internal structural view of an anti-seismic wall panel of a building fabricated load-bearing double-row-hole concrete shear wall structure according to an embodiment of the invention;
FIG. 2 is an enlarged structural view of A in an anti-seismic wall panel of a building fabricated load-bearing double-row-hole concrete shear wall structure according to an embodiment of the invention;
FIG. 3 is a schematic structural diagram of a metal mesh in an earthquake-resistant wall plate of a building fabricated load-bearing double-row-hole concrete shear wall structure according to an embodiment of the invention;
FIG. 4 is a schematic structural diagram of an anti-seismic wall panel of a building fabricated load-bearing double-row-hole concrete shear wall structure according to an embodiment of the invention;
FIG. 5 is a schematic structural diagram of a support column in an earthquake-resistant wall panel of a building fabricated load-bearing double-row-hole concrete shear wall structure according to an embodiment of the invention;
FIG. 6 is a schematic view of the internal structure of a hollow cavity of an anti-seismic wall panel of a building fabricated load-bearing double-row-hole concrete shear wall structure according to an embodiment of the invention;
fig. 7 is a structural schematic view of a swivel cover in an anti-seismic wall panel of a building assembled type load-bearing double-row-hole concrete shear wall structure according to an embodiment of the invention.
In the figure:
1. a wall panel body; 2. a metal outer frame; 3. a roller; 4. distributing; 5. vertical stress ribs; 6. horizontal stress ribs I; 7. aluminum silicate thermal insulation material; 8. a gravity roller; 9. collecting tank; 10. a fixed mount; 11. a suction cup; 12. a second horizontal stress rib; 13. a metal mesh; 14. waterproof coiled materials; 15. glass wool; 16. a protective film; 17. a support frame; 18. fixing the bolt; 19. connecting columns; 20. connecting grooves; 21. a first sliding chute; 22. a second chute; 23. a gravity bar; 24. a support pillar; 25. a thread groove; 26. a threaded post; 27. a bolt slot; 28. an arc-shaped spring piece; 29. a socket; 30. a first mounting hole; 31. rotating the sheet; 32. a first groove; 33. a shaft sleeve; 34. a connecting rod; 35. a fixed shaft; 36. a movable frame; 37. a movable shaft; 38. limiting the idler wheel; 39. a movable plate; 40. a second mounting hole; 41. a second groove; 42. adjusting the rotary cover; 43. a threaded shaft; 44. a rectangular bar; 45. positioning blocks; 46. and (3) concrete.
Detailed Description
For further explanation of the various embodiments, the drawings which form a part of the disclosure and which are incorporated in and constitute a part of this specification, illustrate embodiments and, together with the description, serve to explain the principles of operation of the embodiments, and to enable others of ordinary skill in the art to understand the various embodiments and advantages of the invention, and, by reference to these figures, reference is made to the accompanying drawings, which are not to scale and wherein like reference numerals generally refer to like elements.
According to the embodiment of the invention, the anti-seismic wallboard of the building assembly type load-bearing double-row-hole concrete shear wall structure is provided.
The first embodiment;
as shown in fig. 1-7, the anti-seismic wall panel with the building assembly type load-bearing double-row-hole concrete shear wall structure according to the embodiment of the invention comprises a wall panel body 1, wherein a metal outer frame 2 is filled in the wall panel body 1, rollers 3 which are symmetrically arranged are arranged at the top end of the metal outer frame 2, and cloth 4 matched with the rollers 3 is coiled on the rollers 3.
Example two;
as shown in fig. 1-7, according to the anti-seismic wallboard of the building assembled type load-bearing double-row-hole concrete shear wall structure of the embodiment of the invention, the top end and the bottom end of the metal outer frame 2 are both provided with a plurality of vertical stress ribs 5 which are uniformly distributed, two sides in the metal outer frame 2 are both provided with a plurality of horizontal stress ribs 6 which are uniformly distributed, the horizontal stress ribs 6 are both fixedly connected with the vertical stress ribs 5, two groups of the vertical stress ribs 5 are both fixedly connected through a horizontal stress rib two 12, the surface of the cloth 4 is both coated with an aluminum silicate heat insulation material 7, the bottom end of the cloth 4 is both provided with a gravity roller 8, two sides of the gravity roller 8 are both tightly contacted with the vertical stress ribs 5, the top end of the gravity roller 8 is both provided with a collecting tank 9, the collecting tank 9 is both provided with a fixing frame 10 which is fixedly connected with the cloth 4, the bottom end of the gravity roller 8 is both provided with a sucking disc 11, the surface of metal frame 2 all is equipped with metal mesh 13, the surface of metal mesh 13 all is equipped with rather than assorted waterproofing membrane 14, the internal surface of metal mesh 13 all is equipped with glass cotton 15, the outside of glass cotton 15 all wraps up protection film 16, glass cotton 15 keeps away from one side of metal mesh 13 all is equipped with a plurality of evenly distributed's carriage 17, carriage 17 keeps away from one side of glass cotton 15 all is equipped with a plurality of evenly distributed's fixing bolt 18. From foretell design easily, through setting up aluminium silicate insulation material 7 and glass cotton 15, not only improve wallboard body 1's heat preservation effect, have certain syllable-dividing effect simultaneously, set up metal frame 2, vertical stress bar 5, horizontal stress bar 6 and horizontal stress bar two 12, the shock resistance and the high strength nature of effectual improvement wallboard body 1.
Example three;
as shown in fig. 1-7, in the fabricated earthquake-resistant wall panel with load-bearing double-row-hole concrete shear wall structure according to the embodiment of the invention, the top end of the wall panel body 1 is provided with a plurality of uniformly distributed connecting columns 19, the top end of the wall panel body 1 is provided with a plurality of uniformly distributed connecting grooves 20, the connecting columns 19 and the connecting grooves 20 are both in a circular truncated cone structure, both sides of the wall panel body 1 are provided with first sliding grooves 21, both top ends of the first sliding grooves 21 are provided with second sliding grooves 22, a gravity rod 23 matched with the first sliding grooves 21 is arranged in the first sliding grooves 21, both top ends of the gravity rod 23 are provided with supporting columns 24 matched with the second sliding grooves 22, both top ends of the supporting columns 24 are provided with threaded grooves 25, both top ends of the supporting columns 24 are provided with threaded columns 26 matched with the threaded grooves 25, and both top ends of the surfaces of the threaded columns 26 are provided with bolt grooves 27, the top ends of the threaded columns 26 are provided with arc-shaped spring pieces 28. From foretell design, when assembly wallboard body 1, under assembly wallboard body 1 self action of gravity, extrusion gravity pole 23 drives the vertical upwards that shifts up of support column 24, sets up but height-adjusting's screw thread post 26 and arc spring piece 28 on support column 24, can make wallboard body 1 and the inseparable fixed connection of wall roof beam, avoids certain clearance, the effectual fastness that improves wallboard body 1 of high appearance error of wallboard body and wall roof beam appearance.
Example four;
as shown in fig. 1-7, in the fabricated earthquake-resistant wall panel with load-bearing double-row-hole concrete shear wall structure according to the embodiment of the invention, a plurality of uniformly distributed insertion holes 29 are formed in one side of the wall panel body 1, a first mounting hole 30 extending to the outer side of the wall panel body 1 is formed in the top end of each insertion hole 29, a plurality of uniformly distributed cavities are formed in the other side of the wall panel body 1, a rotating plate 31 movably connected with the wall panel body 1 is arranged in each cavity, a first groove 32 is formed in the bottom end of each rotating plate 31, a shaft sleeve 33 is arranged at the bottom end of each first groove 32, a connecting rod 34 is arranged on one side of each shaft sleeve 33, a fixed shaft 35 is arranged at the bottom end of each connecting rod 34, each fixed shaft 35 is sleeved with a movable frame 36 matched with each fixed shaft 35, a plurality of uniformly distributed movable shafts 37 are arranged at the bottom end of each rotating plate 31, each movable shaft 37 is sleeved with a symmetrically arranged limiting roller 38, spacing gyro wheel 38 is through activity piece 39 swing joint, the top of activity piece 39 be equipped with mounting hole 30 assorted mounting hole two 40, wallboard body 1's positive surface one side is equipped with two 41 of a plurality of evenly distributed's recess, all be equipped with on two 41 recesses and adjust and change lid 42, the bottom of adjusting to change lid 42 all is equipped with threaded shaft 43, the bottom of threaded shaft 43 all be equipped with axle sleeve 33 assorted rectangular rod 44. It can be seen from the above design that the shaft sleeve 33 can be driven to rotate by arranging the threaded shaft 43 with a proper length and the rectangular rod 44 with a proper length (preventing the shaft sleeve 33 from rotating and limiting the rotating range of the shaft sleeve 33), and the rotating plate 31, the connecting rod 34, the fixed shaft 35, the movable frame 36, the movable shaft 37 and the limiting roller 38 are arranged at the same time, so that the movable plate 39 can be inserted into the socket 29, and the first mounting hole 30 and the second mounting hole 40 are overlapped to tightly and fixedly connect the two wall panel bodies 1, thereby effectively improving the stability between the spliced wall panel bodies 1.
As shown in fig. 1 to 7, the anti-seismic wall panel of the building fabricated load-bearing double-row hole concrete shear wall structure according to the embodiment of the invention, the sharp corners of the metal outer frame 2 are provided with positioning blocks 45, the metal outer frame 2 is filled with concrete 46, the length of the gravity rod 23 is greater than that of the first sliding groove 21, the length of the supporting column 24 is less than that of the second sliding groove 22, the total length of the gravity rod 23 and the supporting column 24 is equal to the total length of the first sliding groove 21 and the second sliding groove 22, the diameter of the supporting column 24 is larger than that of the gravity rod 23, and when the movable piece 39 is fully positioned in the cavity, the adjusting rotary cover 42 protrudes out of the second groove 41, when the movable sheet 39 is partially inserted into the insertion opening 29, the adjusting rotary cover 42 is recessed into the second groove 41, and the maximum rotation range of the threaded shaft 43 only supports the movable plate 39 to be horizontally inserted into the socket 29 once. As can be seen from the above design, the concrete 46 is filled, so that the compression resistance and the high strength of the wall panel body 1 are effectively improved; by setting the diameter of the support column 24 to be larger than that of the gravity rod 23, the support column 24 and the gravity rod 23 are effectively prevented from being separated from the wallboard body 1; when the threaded shaft 43 rotates within the maximum range, the adjusting rotary cover 42 is ensured to be recessed into the second groove 41, and the phenomenon that the adjusting rotary cover 42 protrudes out to influence the appearance of the surface of the wallboard body 1 and influence the decoration of the surface of the wallboard body 1 is avoided; the maximum rotation range of the threaded shaft 43 only supports the movable plate 39 to be horizontally inserted into the socket 29 once, so that errors are reduced, the first mounting hole 30 and the second mounting hole 40 are effectively enabled to be tightly overlapped, and two wallboard bodies 1 are conveniently and tightly connected.
For the convenience of understanding the technical solutions of the present invention, the following detailed description will be made on the working principle or the operation mode of the present invention in the practical process.
In practical application, the wall board body 1 is fixedly connected with the corresponding ground, the vertically connected wall board body 1 is tightly connected through the connecting groove 20 and the connecting column 19 of the circular truncated cone structure, the wall board body 1 above is fixed by means of a tool, when the wall board body 1 and a wall beam have a small distance, the threaded column 26 is rotated by means of the tool, the threaded column 26 is driven to rotate and move upwards, under the self gravity of the wall board body 1, the gravity rod 23 is extruded, the gravity rod 23, the supporting column 24, the threaded column 26 and the arc-shaped spring piece 28 are driven to vertically move upwards, the arc-shaped spring piece 28 is deformed and inserted into the limiting groove on the wall beam, so that the wall board body 1 is tightly and fixedly connected with the wall beam, and the top end of the wall board body 1 is sealed through concrete; when the two wall board bodies 1 on the side surfaces are connected, the two wall board bodies 1 are kept in a horizontal state, the adjusting rotating cover 42 is rotated, the threaded shaft 43 rotates and is sunk, the threaded shaft drives the rectangular rod 44 to rotate and be sunk, the rectangular rod 44 drives the shaft sleeve 33 to rotate (simultaneously, the shaft sleeve 33 drives the rotating piece 31 to rotate), the shaft sleeve 33 drives the connecting rod 34 to rotate, the connecting rod 34 drives the fixed shaft 35 to do circular motion, under the combined action of the fixed shaft 35, the rotating sheet 31, the limiting roller 38 and the movable shaft 37, the movable frame 36 swings, the movable sheet 39 swings and stretches, due to the length limitation of the threaded shaft 43 and the rectangular rod 44, the maximum range of the swing of the movable plate 39 is the horizontal position of the other side, and the movable plate 39 on the side is in an extending state (the movable plate 39 is inserted into the socket 29, and the first mounting hole 30 and the second mounting hole 40 are in an overlapping state), so that the movable plate 39 is fixedly connected with the other wall plate body 1 through a fixing bolt; the heat-insulating effect of the wallboard body 1 is improved, a certain sound-insulating effect is achieved, the metal outer frame 2, the vertical stress rib 5, the horizontal stress rib I6 and the horizontal stress rib II 12 are filled in the wallboard body 1, and the bearing and shock resistance of the wallboard body 1 is greatly improved.
In conclusion, by means of the technical scheme, the cloth 4 coated with the aluminum silicate heat-insulating material 7 and the glass wool 15 arranged on the metal net 13 are arranged, so that the heat-insulating effect of the wall board body 1 is improved, a certain sound-insulating effect is achieved, and the metal outer frame 2, the vertical stress rib 5, the horizontal stress rib I6 and the horizontal stress rib II 12 are arranged, so that the bearing and shock resistance of the wall board body 1 is effectively improved; because certain errors can occur in the production of the wallboard body 1 and different heights of each floor of house also have differences, when the wallboard body 1 is installed, a certain gap can occur between the wallboard body 1 and a wall beam, the gravity rod 23 is extruded through the self gravity of the wallboard body 1 to drive the supporting column 24 to vertically move upwards, and meanwhile, the threaded column 26 and the arc-shaped spring piece 28 with adjustable heights are arranged on the supporting column 24, so that the wallboard body 1 is ensured to be tightly and fixedly connected with the wall beam, and the firmness of the wallboard body 1 is effectively improved; through the threaded shaft 43 of suitable length and the rectangular pole 44 of suitable length (prevent that axle sleeve 33 rotation and restriction axle sleeve 33 pivoted scope), can drive axle sleeve 33 and rotate, set up rotor 31, connecting rod 34, fixed axle 35, movable frame 36, loose axle 37 and spacing gyro wheel 38 simultaneously, can make activity piece 39 insert socket 29 to make mounting hole one 30 and mounting hole two 40 overlap and make two wallboard bodies 1 closely fixed connection, the effectual stability that improves between the concatenation wallboard body 1.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.
Claims (10)
1. The utility model provides a building assembled bearing double row hole concrete shear wall structure antidetonation wallboard, its characterized in that, includes wallboard body (1), wallboard body (1) intussuseption is filled with metal frame (2), the top of metal frame (2) is equipped with running roller (3) that the symmetry set up, running roller (3) all roll up rather than assorted cloth (4).
2. The anti-seismic wallboard with the assembled bearing double-row-hole concrete shear wall structure according to claim 1, characterized in that a plurality of vertical stress ribs (5) distributed uniformly are arranged at the top end and the bottom end of the metal outer frame (2), a plurality of horizontal stress ribs (6) distributed uniformly are arranged at the two sides in the metal outer frame (2), the horizontal stress ribs (6) are fixedly connected with the vertical stress ribs (5), two groups of vertical stress ribs (5) are fixedly connected with each other through a horizontal stress rib II (12), the surface of the cloth (4) is coated with an aluminum silicate heat-insulating material (7), a gravity roller (8) is arranged at the bottom end of the cloth (4), the two sides of the gravity roller (8) are tightly contacted with the vertical stress ribs (5), a collecting groove (9) is arranged at the top end of the gravity roller (8), all be equipped with on collecting vat (9) with cloth (4) fixed connection's mount (10), the bottom of gravity roller (8) all is equipped with sucking disc (11).
3. The earthquake-resistant wallboard with the building assembly type load-bearing double-row hole concrete shear wall structure according to claim 1 is characterized in that a metal net (13) is arranged on the surface of each metal outer frame (2), a waterproof coiled material (14) matched with the metal net is arranged on the outer surface of each metal net (13), glass wool (15) is arranged on the inner surface of each metal net (13), a protective film (16) is wrapped on the outer side of each glass wool (15), a plurality of uniformly-distributed supporting frames (17) are arranged on one side, away from the metal net (13), of each glass wool (15), and a plurality of uniformly-distributed fixing bolts (18) are arranged on one side, away from the glass wool (15), of each supporting frame (17).
4. The earthquake-resistant wallboard of building assembled bearing double-row-hole concrete shear wall structure according to claim 1, wherein the top end of the wallboard body (1) is provided with a plurality of uniformly distributed connecting columns (19), the top end of the wallboard body (1) is provided with a plurality of uniformly distributed connecting grooves (20), and the connecting columns (19) and the connecting grooves (20) are both in a round platform structure.
5. The earthquake-resistant wallboard with the assembled bearing double-row-hole concrete shear wall structure according to claim 1, wherein the wallboard body (1) is provided with a first sliding groove (21) on each side, the top end of the first sliding groove (21) is provided with a second sliding groove (22), the first sliding groove (21) is internally provided with a gravity rod (23) matched with the first sliding groove (21), the top end of the gravity rod (23) is provided with a supporting column (24) matched with the second sliding groove (22), the top end of the supporting column (24) is provided with a threaded groove (25), the top end of the supporting column (24) is provided with a threaded column (26) matched with the threaded groove (25), the top end of the surface of the threaded column (26) is provided with a bolt groove (27), and the top end of the threaded column (26) is provided with an arc-shaped spring piece (28).
6. The earthquake-resistant wallboard of the building assembled type load-bearing double-row hole concrete shear wall structure according to claim 1, wherein a plurality of uniformly distributed sockets (29) are arranged on one side of the wallboard body (1), first mounting holes (30) extending to the outer side of the wallboard body (1) are arranged at the top ends in the sockets (29), a plurality of uniformly distributed cavities are arranged on the other side of the wallboard body (1), rotating pieces (31) movably connected with the wallboard body (1) are arranged in the cavities, first grooves (32) are arranged at the bottom ends of the rotating pieces (31), shaft sleeves (33) are arranged at the bottom ends of the first grooves (32), connecting rods (34) are arranged on one sides of the shaft sleeves (33), fixed shafts (35) are arranged at the bottom ends of the connecting rods (34), and movable frames (36) matched with the fixed shafts (35) are sleeved on the fixed shafts (35), the bottom of rotor (31) is equipped with a plurality of evenly distributed's loose axle (37), loose axle (37) all overlaps and is equipped with spacing gyro wheel (38) that the symmetry set up, spacing gyro wheel (38) are through loose piece (39) swing joint, the top of loose piece (39) be equipped with mounting hole one (30) assorted mounting hole two (40), positive surface one side of wallboard body (1) is equipped with two (41) of a plurality of evenly distributed's recess, all be equipped with on two (41) of recess and adjust and change lid (42), the bottom of adjusting to change lid (42) all is equipped with threaded shaft (43), the bottom of threaded shaft (43) all be equipped with axle sleeve (33) assorted rectangle pole (44).
7. The earthquake-resistant wall board of the building assembly type load-bearing double-row hole concrete shear wall structure according to claim 1, wherein the sharp corners of the metal outer frame (2) are provided with positioning blocks (45), and the metal outer frame (2) is filled with concrete (46).
8. A construction fabricated load-bearing double row hole concrete shear wall structure seismic wall panel according to claim 5, characterized in that the length of said gravity rod (23) is greater than the length of said first runner (21), the length of said support column (24) is less than the length of said second runner (22), and the total length of said gravity rod (23) and said support column (24) is equal to the total length of said first runner (21) and said second runner (22).
9. A construction fabricated load-bearing double row hole concrete shear wall structural seismic wall panel according to claim 5, characterized in that the diameter of the supporting columns (24) is greater than the length of the gravity rods (23).
10. A construction fabricated load-bearing double-row hole concrete shear wall structure earthquake-resistant wall panel according to claim 6, characterized in that when the movable plate (39) is fully positioned in the cavity, the adjusting rotary cover (42) protrudes out of the second groove (41), when the movable plate (39) is partially inserted into the socket (29), the adjusting rotary cover (42) is recessed into the second groove (41), and the maximum rotation range of the threaded shaft (43) only supports one-time horizontal insertion of the movable plate (39) into the socket (29).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110531302.1A CN113374101A (en) | 2021-05-17 | 2021-05-17 | Building assembled bearing double-row-hole concrete shear wall structure anti-seismic wallboard |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110531302.1A CN113374101A (en) | 2021-05-17 | 2021-05-17 | Building assembled bearing double-row-hole concrete shear wall structure anti-seismic wallboard |
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| Publication Number | Publication Date |
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| CN113374101A true CN113374101A (en) | 2021-09-10 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110531302.1A Withdrawn CN113374101A (en) | 2021-05-17 | 2021-05-17 | Building assembled bearing double-row-hole concrete shear wall structure anti-seismic wallboard |
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| CN (1) | CN113374101A (en) |
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| CN108999292A (en) * | 2018-08-06 | 2018-12-14 | 河北创天新型材料科技有限公司 | A kind of building structure |
| CN208718166U (en) * | 2018-08-23 | 2019-04-09 | 石家庄筑佳节能产品科技有限责任公司 | A kind of prefabricated assembled movable partition wall plate, wall and partition plate moving structure |
| CN110068043A (en) * | 2019-04-22 | 2019-07-30 | 西安交通大学 | A kind of functional heat supply wall of seasonal form accumulation of heat |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012036236A1 (en) * | 2010-09-15 | 2012-03-22 | 株式会社Ｌｉｘｉｌ | Curtain wall structure |
| CN203701302U (en) * | 2013-12-14 | 2014-07-09 | 重庆陶家都市工业园开发建设有限公司 | Prefabricated slab connection construction member |
| CN205742736U (en) * | 2016-06-29 | 2016-11-30 | 南安上远玻璃有限公司 | A kind of glass wallboard being easily installed |
| CN108019141A (en) * | 2018-01-10 | 2018-05-11 | 山东天畅环保科技股份有限公司 | Fire prevention sun shading and energy-saving integrated window |
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Application publication date: 20210910 |
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